STUDY ON THE STABILITY DESIGN METHOD OF HIGH STRENGTH STEEL ANGLE MEMBERS UNDER AXIAL COMPRESSION

Shi Gang; Liu Zhao; Ban Huiyong; Zhang Yong; Shi Yongjiu; Wang Yuanqing

doi:10.13204/j.gyjz200906004

Volume 39 Issue 6

Dec. 2014

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Article Navigation > INDUSTRIAL CONSTRUCTION > 2009 > 39(6): 18-21

Liu Jian Chen Yong Cao Zhou Li Zhibing, . ACCURATE CALCULATION OF THE SHEAR STRESS NON-UNIFORM COEFFICIENT ON THE OPEN SECTION BASED ON THE FIRST-ORDER THIN-WALLED BEAM THEORY[J]. INDUSTRIAL CONSTRUCTION, 2015, 45(10): 155-160. doi: 10.13204/j.gyjz201510029

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Shi Gang, Liu Zhao, Ban Huiyong, Zhang Yong, Shi Yongjiu, Wang Yuanqing. STUDY ON THE STABILITY DESIGN METHOD OF HIGH STRENGTH STEEL ANGLE MEMBERS UNDER AXIAL COMPRESSION[J]. INDUSTRIAL CONSTRUCTION, 2009, 39(6): 18-21. doi: 10.13204/j.gyjz200906004

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STUDY ON THE STABILITY DESIGN METHOD OF HIGH STRENGTH STEEL ANGLE MEMBERS UNDER AXIAL COMPRESSION

doi: 10.13204/j.gyjz200906004

1.
1. Department of Civil Engineering,Tsinghua University,Beijing 100084,China;
2.
2. Key Laboratory of Structural Engineering and Vibration of China Education Ministry,Tsinghua University,Beijing 100084,China;
3.
3. School of Civil Engineering,Beijing Jiaotong University,Beijing 100044,China

Received Date: 2008-02-20
Publish Date: 2009-06-20

Abstract

Abstract

The application of Q420 and Q460 high strength hot-rolled steel angles in steel structures is increasing,but because of the high strength,the widthto-thickness ratio of some steel angles exceeds the code limitation,which does not satisfy the requirement of local buckling.The Chinese Code for Design of Steel Structures(GB 500172003)doesn't provide the corresponding design method for solving this problem.Based on the related Codes of the Chinese Technical Regulation of Design for Tower and Pole Structures of Overhead Transmission Line(DL/T 51542002)and the ASCE Design of Latticed Steel Transmission Structures(ANSI/ASCE 1097),it was studied the stability design methods of Q420 and Q460 high strength hot-rolled steel angle members under axial compression,and analyzed the rationality of these methods,which provides a reference for the corresponding design.
- high strength steel angle,
- axial compression,
- stability,
- buckling

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References(7)

References

[2] 郑戈.我国输电铁塔将大幅减重[N].中国冶金报,2004-09-07;

施刚,石永久,王元清.超高强度钢材钢结构的工程应用[J].建筑钢结构进展,2008,10(4):32-38;

[3] GB 50017-2003钢结构设计规范[S];

[4] ANSI/ASCE 10-97 Design of Latticed Steel Transmission Structures[S];

[5] DL/T 5154-2002架空送电线路杆塔结构设计技术规定[S];

[6] 《钢结构设计手册》编辑委员会.钢结构设计手册[M].北京:中国建筑工业出版社,2004;

[7] GBJ 17-88钢结构设计规范[S].

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通讯作者: 陈斌, bchen63@163.com

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沈阳化工大学材料科学与工程学院沈阳 110142

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